Hill Country Portion of Hill Country Portion of the Trinity Aquifer the Trinity Aquifer

System Groundwater System Groundwater Availability Model:Availability Model:

UpdateUpdateIan C. JonesIan C. Jones, Ph.D., P.G., Ph.D., P.G.

Texas Water Development BoardTexas Water Development BoardDecember 12, 2006December 12, 2006

OUTLINEOUTLINE

IntroductionIntroductionOverview of TrinityOverview of Trinity--Hill Country AquiferHill Country AquiferConceptual model GAM scheduleConceptual model GAM scheduleSteadySteady--state modelstate modelProject scheduleProject schedule

UPDATE ISSUESUPDATE ISSUESMeeting GAM standardsMeeting GAM standards

Map projectionMap projectionStress periodsStress periods

Adding Lower Trinity Adding Lower Trinity Adjust structureAdjust structureRedistribution of pumpingRedistribution of pumpingRecharge distributionRecharge distribution

Hill Country area.Hill Country area.

Includes: (1) Edwards Group in plateau, Includes: (1) Edwards Group in plateau, (2) Upper Trinity aquifer, (2) Upper Trinity aquifer, (3) Middle Trinity aquifer.(3) Middle Trinity aquifer.(4) Lower Trinity aquifer.(4) Lower Trinity aquifer.

Considers geology, recharge, rivers, and pumping.Considers geology, recharge, rivers, and pumping.

THE MODEL AT A GLANCE

Fredericksburg

Kerrville

Boerne

San Antonio

NewBraunfels

SanMarcos

Austin

Hondo

DrippingSprings

Blanco

MASON

KERR

UVALDE MEDINA

KENDALLGILLESPIE

BEXAR

LLANOBLANCO

Bandera

N

0 5 10 15 mi

TEXAS

Study area/modelboundaryCitiesRoads

STUDY AREA

ANNUAL PRECIPITATION

STR

ATI

GR

APH

Y/

HYD

RO

STR

ATI

GR

APH

Y

CR

OSS

-SEC

TIO

N

STRUCTURAL GEOLOGY

Edwards Group

STRUCTURAL GEOLOGY

STRUCTURAL GEOLOGY

STRUCTURAL GEOLOGY

WATER LEVELS

WATER LEVELS

WATER LEVELS

WATER LEVELS

INDUSTRIAL AND PUBLIC SUPPLY

RANGELAND

RURAL POPULATION

IRRIGATED FARMLAND

PUM

PIN

G B

Y U

SEC

ATE

GO

RIE

S

PUMPING

PUMPING

PUMPING

PUMPING

PUMPING

CO

NC

EPTU

AL

MO

DEL

MODEL GRID

Edwards Group

MODEL GRID

Upper Trinity Aquifer

MODEL GRID

Middle Trinity Aquifer

MODEL GRID

Lower Trinity Aquifer

HYDRAULIC CONDUCTIVITY

DRAINS

Edwards Group

DRAINS

Upper Trinity Aquifer

DRAINS

Middle Trinity Aquifer

RECHARGE

PRELIMINARY MODEL RESULTS

0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500

Observed Water Levels (ft MSL)

Cal

cula

ted

Wat

er L

evel

s (ft

MSL

)

Mean Error: 11.5 feetMean Absolute Error: 64.8 feetRoot Mean Square Error: 87.5 feet (5.5%)

WHATWHAT’’S NEXT?S NEXT?

SteadySteady--State ModelState ModelSensitivity AnalysisSensitivity AnalysisWater Budget AnalysisWater Budget Analysis

Transient ModelTransient ModelCalibrationCalibrationSensitivity AnalysisSensitivity Analysis

ReportReportInternal/external reviewInternal/external reviewFinalizationFinalization

SCHEDULESCHEDULE

— Conceptual modelSAF Meeting 1

SAF Meeting 2

SAF Meeting 3

— Model design

Dec. 2006 — Calibrate steady-state model

Mar. 2007 — Calibrate transient model

Jun. 2007 — Prepare draft report

Aug. 2007 — Present SAF Model Seminar

Deliver Final Product

Second Stakeholder Advisory Forum for the updated Trinity Hill Country GAMHeld at Blanco-Pedernales GCD, Johnson City, December 12, 2006List of AttendeesName Affiliation

1 Micah Voulagis Cow Creek GCD2 Tommy Mathews Cow Creek GCD3 Ronald Zuncker4 Mary Ellen Summerlin Headwaters GCD5 Andrew Backus Hays Trinity GCD6 Thomas Boehme7 George Wissmann Trinity Glen Rose GCD8 Jim Hannah9 Bob Moore Travis County

10 Jasmine Beitz11 Ian Jones TWDB12 Ali Chowdhury TWDB13 Rima Petrossian TWDB14 Ron Fieseler Blanco-Pedernales GCD15 Paul Babb16 Abiy Berehe TCEQ17 John Elliott18 Gene Williams Headwaters GCD19 Diane McMahon20 Mary K. Binford21 Don Dietzmann Cow Creek GCD22 John Kight Cow Creek GCD23 Christy Muse Hill Country Alliance24 Doug Wierman Hays Trinity GCD25 Jack Hollon26 Laura Marbury Environmental Defense27 Rebecca Lambert USGS28 George Ozuna USGS29 Jack Sharp UT30 William Feathergail Wilson Strata Geological31 David Eaton UT32 Sarah Davidson UT33 Peggy Null UT34 Michael Cialreghi UT35 Manami Suga UT36 Suzanne Schartz UT37 Richard A. Connors BCRAGD38 Paul Tybor Hill Country UWCD39 Jules Vieau UT40 Stan Meyer41 Bobby Wilson

Texas Water Development Board Groundwater Resources Division

________________________________________________________________________ 1. Purpose of meeting: Stakeholder Advisory Forum for the Groundwater Availability

Model of the Hill Country portion of the Trinity Aquifer System

2. Date and location of meeting: December 12, 2006

3. TWDB staff in attendance: Ian Jones, Ali Chowdhury, Rima Petrossian

4. Senators/Representatives/other VIPs in attendance: Bob Moore for Travis Co.

Comm. Gerald Daugherty

5. Who was in attendance (non-TWDB staff): See below 6. Meeting report filed by: Ian Jones

7. Date of meeting report filing: December 12, 2006

8. Agenda/Outcomes/Comments:

________________________________________________________________________ The second Stakeholder Advisory Forum for the updated Groundwater Availability Model of the Hill Country portion of the Trinity Aquifer System was held at the offices of the Blanco-Pedernales Groundwater Conservation District in Johnson City, Texas, on December 12, 2006. This stakeholder advisory forum was held in conjunction with a meeting of Groundwater Management Area 9. Topics covered during the meeting included the work to be done to update the model, the hydrogeology of the Hill Country portion of the Trinity Aquifer System, preliminary results of steady-state modeling, and the work schedule. The model is being updated to meet Texas Water Development Board Groundwater Availability Model standards, add the Lower Trinity aquifer to the model, make adjustments to the structure of the existing layers, and redistribute recharge and pumping. According to the present work schedule, work to update the model, including the report, may be completed by the end of August 2006. During the meeting, stakeholders asked several questions pertaining to various aspects of the model. The following is a synopsis of stakeholder questions and comments (bold) and our responses (italics).

• Will the model be calibrated to simulate discharge to springs and streams? The model only simulates selected springs and rivers and we will only calibrate discharge where data is available. Springs included in the previous version of the model will be included in the current version.

• Does the model account for facies changes? Only in some cases, by varying hydraulic conductivity. Small variations in facies changes cannot be incorporated in the model due to regional nature of the model. Where there is no hydraulic conductivity information available, hydraulic conductivity values are interpolated between measured points.

• How is rural domestic pumping in each cell calculated? Based on the census block data and pumping estimates for each watershed within each county. Pumping is applied based on the fraction of the total population within the watershed in the model cell based on census block population densities.

• Is recharge applied everywhere in the model? Recharge is only applied to the uppermost active cells within the model.

• Some of groundwater has groundwater ages of more than 25,000 years in

parts of the aquifer. How does this relate to recharge assigned to the model? Although groundwater at depth may locally have old groundwater ages, modern recharge may be occurring in the shallower portions of the aquifer. A geochemical and isotopic investigation was conducted to better conceptualize the flow system prior to construction of the groundwater model. This report on conceptualization of the flow system based on isotopic and geochemical analyses will become available soon.

• How does interaction occur between the shallower and deeper parts of the

aquifer and between model layers? Vertical hydraulic conductance values assigned in the model layers largely determines degree of connection between them.

• Can the model be scaled down for use at the local level for approving

subdivisions? There is a need for lot more additional data to develop a local scale model.

• Why doesn’t the model simulate the missing years between the 1980-1997

calibration period and the present? The model does not have to be calibrated to the present. The aim of model calibration is calibrate the model such that it responds in the same way as the aquifer. Once this is achieved, you have confidence that it will respond in same way the aquifer would for any given set of hydraulic conditions.

List of meeting attendees

Name Affiliation 1 Micah Voulagis Cow Creek GCD 2 Tommy Mathews Cow Creek GCD 3 Ronald Zuncker 4 Mary Ellen Summerlin Headwaters GCD 5 Andrew Backus Hays Trinity GCD 6 Thomas Boehme 7 George Wissmann Trinity Glen Rose GCD 8 Jim Hannah 9 Bob Moore Travis County

10 Jasmine Beitz 11 Ian Jones TWDB 12 Ali Chowdhury TWDB 13 Rima Petrossian TWDB 14 Ron Fieseler Blanco-Pedernales GCD 15 Paul Babb 16 Abiy Berehe TCEQ 17 John Elliott 18 Gene Williams Headwaters GCD 19 Diane McMahon 20 Mary K. Binford 21 Don Dietzmann Cow Creek GCD 22 John Kight Cow Creek GCD 23 Christy Muse Hill Country Alliance 24 Doug Wierman Hays Trinity GCD 25 Jack Hollon 26 Laura Marbury Environmental Defense 27 Rebecca Lambert USGS 28 George Ozuna USGS 29 Jack Sharp UT

30 William Feathergail Wilson Strata Geological

31 David Eaton UT 32 Sarah Davidson UT 33 Peggy Null UT 34 Michael Cialreghi UT 35 Manami Suga UT 36 Suzanne Schartz UT 37 Richard A. Connors BCRAGD 38 Paul Tybor Hill Country UWCD 39 Jules Vieau UT 40 Stan Meyer 41 Bobby Wilson